JP2019207169A - Opening part block structure of radiation shield wall - Google Patents

Opening part block structure of radiation shield wall Download PDF

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JP2019207169A
JP2019207169A JP2018102899A JP2018102899A JP2019207169A JP 2019207169 A JP2019207169 A JP 2019207169A JP 2018102899 A JP2018102899 A JP 2018102899A JP 2018102899 A JP2018102899 A JP 2018102899A JP 2019207169 A JP2019207169 A JP 2019207169A
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opening
concrete
radiation shielding
wall
frame
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政人 高橋
Masato Takahashi
政人 高橋
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Taisei Corp
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Taisei Corp
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Abstract

To provide an opening part block structure of a radiation shield wall which can rigidly integrate the radiation shield wall and a reinforced concrete body for blocking an opening part of the radiation shield wall.SOLUTION: An opening part block structure of a radiation shield wall blocks a rectangular opening part 10 formed at the radiation shield wall 1 for blocking a radial ray. An opening frame 20 extending along four sides of the opening part 10, and a reinforced concrete body 30 for blocking the opening part 10 including the opening frame 20 are arranged at the opening part 10 of the radiation shield wall 1. The opening frame 20 comprises a frame main body 21 for covering an end face constituting the opening part 10, a reinforced joint part 22 arranged at the frame main body 21, and an anchoring reinforcement 23 joined to the reinforced joint part 22, and anchored into the radiation shield wall 1. The reinforced concrete body 30 comprises a concrete part 31 for blocking the opening part 10, and a wall reinforcement 32 buried into the concrete part 31, and joined to the reinforced joint part 22.SELECTED DRAWING: Figure 2

Description

本発明は、放射線を遮蔽する放射線遮蔽壁の開口部の閉塞構造に関する。   The present invention relates to a structure for closing an opening of a radiation shielding wall that shields radiation.

従来より、原子力施設では、放射線源から射出される放射線を遮蔽するため放射線遮蔽壁が設けられる。この放射線遮蔽壁には、装置の搬出入や放射線源の監視のため、開口部が設けられている。この放射線遮蔽壁の開口部を閉塞する構造として、以下のような構造が提案されている。
特許文献1には、放射線の遮蔽壁の開口部にプラグを着脱することで、開口部を開閉可能な構造が示されている。開口部には段差部が形成され、プラグには車輪が設けられている。この特許文献1では、プラグを床面上で走行させて開口部に嵌め込むことで、プラグが段差部に係止し、開口部が閉鎖される。一方、プラグを床面上で走行させて開口部から取り外すことで、開口部が開放される。
Conventionally, in a nuclear facility, a radiation shielding wall is provided to shield radiation emitted from a radiation source. The radiation shielding wall is provided with an opening for loading / unloading the apparatus and monitoring the radiation source. The following structure has been proposed as a structure for closing the opening of the radiation shielding wall.
Patent Document 1 discloses a structure in which an opening can be opened and closed by attaching and detaching a plug to and from an opening of a radiation shielding wall. A step is formed in the opening, and a wheel is provided in the plug. In Patent Document 1, the plug is run on the floor surface and fitted into the opening, so that the plug is locked to the stepped portion and the opening is closed. On the other hand, the opening is opened by running the plug on the floor and removing it from the opening.

特許文献2には、放射線の遮蔽壁の開口部をモルタルで閉塞した構造が示されている。この開口部を構成する下側の端面は水平であり、上側の端面は傾斜している。壁の両側に開口部を覆うように型枠を配置し、壁と型枠とで囲まれた内部空間にモルタルを充填することで、硬化したモルタルで開口部を塞ぐ。
しかしながら、特許文献1、2のような構造では、プラグや硬化したモルタルが壁に係止しており、壁と一体化されていないため、壁から脱落するおそれがあった。
特許文献3には、側面視で下端に凸部、上端に凹部が形成された仮開口部を、複数の鉤型のブロックを積み上げたブロック壁で閉塞した放射線遮蔽壁が示されている。これら鉤型のブロックは、側面視で下端に凸部、上端に凹部が形成されている。この放射線遮蔽壁では、仮開口部を塞ぐブロック壁の内部には壁筋が配筋されていないため、ブロック壁が力学的には脆弱であった。
Patent Document 2 discloses a structure in which an opening of a radiation shielding wall is closed with mortar. The lower end surface constituting the opening is horizontal, and the upper end surface is inclined. The mold is arranged on both sides of the wall so as to cover the opening, and the interior space surrounded by the wall and the mold is filled with mortar, thereby closing the opening with the cured mortar.
However, in the structures such as Patent Documents 1 and 2, since the plug and the hardened mortar are locked to the wall and are not integrated with the wall, there is a risk of dropping off the wall.
Patent Document 3 discloses a radiation shielding wall in which a temporary opening having a convex portion at the lower end and a concave portion at the upper end is closed with a block wall in which a plurality of bowl-shaped blocks are stacked in a side view. These saddle-shaped blocks have a convex portion at the lower end and a concave portion at the upper end in a side view. In this radiation shielding wall, the wall of the block which closes the temporary opening is not arranged, so that the block wall is mechanically fragile.

特開2002−214387号公報JP 2002-214387 A 特開2001−343479号公報JP 2001-343479 A 特許第4649289号公報Japanese Patent No. 4649289

本発明は、放射線遮蔽壁とこの放射線遮蔽壁の開口部を閉塞する鉄筋コンクリート体とを強固に一体化できる、放射線遮蔽壁の開口部閉塞構造を提供することを課題とする。   It is an object of the present invention to provide a radiation shielding wall opening closing structure capable of firmly integrating a radiation shielding wall and a reinforced concrete body closing the opening of the radiation shielding wall.

本発明者らは、放射線遮蔽壁の開口部を鉄筋コンクリートで閉塞し、その後、開口部を新たな鉄筋コンクリートで閉塞する場合に、開口部に沿って鉄筋継手部と当該鉄筋継手部に連結された定着鉄筋とを備えた開口枠を取り付けておき、その開口枠の内側を鉄筋コンクリートで閉塞することで、比較的に容易な構造でありながら、壁躯体に損傷を与えることなく、鉄筋コンクリートのはつり落としが可能で、かつ、新たな鉄筋コンクリート体を容易に形成して放射線を遮蔽できる点に着眼して、本発明に至った。
第1の発明の放射線遮蔽壁の開口部閉塞構造は、放射線を遮蔽する放射線遮蔽壁(例えば、後述の放射線遮蔽壁1)に設けられた開口部(例えば、後述の開口部10)を閉塞する開口部閉塞構造であって、当該放射線遮蔽壁の開口部には、当該開口部の四辺または下辺を除く三辺に沿って延びる開口枠(例えば、後述の開口枠20)と、当該開口枠を含む前記開口部を閉塞する鉄筋コンクリート体(例えば、後述の鉄筋コンクリート体30)と、が設けられ、当該開口枠は、前記開口部を構成する端面を覆う枠本体(例えば、後述の枠本体21、21B)と、当該枠本体に設けられた鉄筋継手部(例えば、後述の鉄筋継手部22)と、当該鉄筋継手部に接合されて前記放射線遮蔽壁内に定着される定着鉄筋(例えば、後述の定着鉄筋23)と、を備え、前記鉄筋コンクリート体は、前記開口部を閉塞するコンクリート部(例えば、後述のコンクリート部31)と、当該コンクリート部に埋設されて前記鉄筋継手部に接合される壁筋(例えば、後述の壁筋32)と、を備えることを特徴とする。
The present inventors closed the radiation shield wall opening with reinforced concrete, and then closed the opening with new reinforced concrete, the fixing connected to the reinforced joint part and the reinforced joint part along the opening. By attaching an opening frame with a reinforcing bar and closing the inside of the opening frame with reinforced concrete, the reinforced concrete can be suspended without damaging the wall frame, although it is a relatively easy structure. And it came to the present invention focusing on the point that a new reinforced concrete body can be easily formed to shield radiation.
The radiation shielding wall opening blocking structure according to the first aspect of the invention blocks an opening (for example, an opening 10 described later) provided in a radiation shielding wall (for example, a radiation blocking wall 1 described later) that shields radiation. In the opening blocking structure, the opening of the radiation shielding wall includes an opening frame (for example, an opening frame 20 described later) extending along three sides excluding the four sides or the lower side of the opening, and the opening frame. A reinforced concrete body (for example, a reinforced concrete body 30 described later) that closes the opening including the frame main body (for example, frame main bodies 21 and 21B described later) that covers an end surface that constitutes the opening. ), A reinforcing bar joint part (for example, a reinforcing bar joint part 22 described later) provided in the frame body, and a fixing reinforcing bar (for example, a fixing part described later) joined to the reinforcing bar joint part and fixed in the radiation shielding wall. Rebar 23) and The reinforced concrete body includes a concrete part (for example, a concrete part 31 described later) that closes the opening, and a wall reinforcement (for example, a wall that is described later) embedded in the concrete part and joined to the reinforced joint part. And a streak 32).

この発明によれば、開口部を構成する端面に、鉄筋継手部および定着鉄筋を備えた開口枠を設けた。したがって、開口部内に配筋した壁筋を鉄筋継手部に接合し、その後、この開口部にコンクリートを打設することで、放射線遮蔽壁の開口部を鉄筋コンクリート体で閉塞できる。よって、鉄筋コンクリート体に埋設された壁筋が、鉄筋継手部を介して、放射線遮蔽壁に定着した定着鉄筋に接合されるので、放射線遮蔽壁と鉄筋コンクリート体とを強固に一体化できる。また、放射線遮蔽壁が曲面形状である場合や壁厚が極端に厚い場合であっても、比較的容易に放射線遮蔽性能を確保できる。   According to this invention, the opening frame provided with the reinforcing bar joint portion and the fixing reinforcing bar is provided on the end surface constituting the opening. Therefore, the opening part of a radiation shielding wall can be obstruct | occluded with a reinforced concrete body by joining the wall reinforcement arranged in the opening part to the reinforcing bar joint part, and then placing concrete in this opening part. Therefore, the wall bars embedded in the reinforced concrete body are joined to the fixed reinforcing bars fixed to the radiation shielding wall via the reinforcing bar joint portion, so that the radiation shielding wall and the reinforced concrete body can be firmly integrated. Further, even when the radiation shielding wall has a curved surface shape or when the wall thickness is extremely thick, the radiation shielding performance can be secured relatively easily.

また、開口部に開口枠を設けたことで、この開口枠により放射線遮蔽壁のコンクリートと鉄筋コンクリート体のコンクリートとの縁が切れるので、放射線遮蔽壁のコンクリートを損傷させることなく、比較的容易に鉄筋コンクリート体をはつり落として撤去できる。
また、一旦、鉄筋コンクリート体を撤去した後であっても、再度、壁筋を鉄筋継手部に接合して配筋し、コンクリートを打設することで、再度、鉄筋コンクリート体で開口部を閉塞可能である。
In addition, since the opening frame is provided in the opening, the edge of the radiation shielding wall concrete and the concrete of the reinforced concrete body is cut by the opening frame, so that the reinforced concrete can be relatively easily made without damaging the radiation shielding wall concrete. The body can be removed and removed.
In addition, even after the reinforced concrete body has been removed, the openings can be closed again with the reinforced concrete body by connecting the wall bars to the reinforced joints and placing the bars again and placing concrete. is there.

第2の発明の放射線遮蔽壁の開口部閉塞構造は、前記枠本体の内端側と外端側との間には、段差部(例えば、後述の凹部25A、凸部25B)が形成されることを特徴とする。
この発明によれば、開口枠の枠本体に段差部を設けたので、開口枠の内側を閉塞する鉄筋コンクリート体のうち段差部に係止する部分が、面外方向のせん断力を伝達する機構(シアキー)として機能する。よって、放射線遮蔽壁と鉄筋コンクリート体とをより強固に一体化できる。
In the opening blocking structure for the radiation shielding wall according to the second invention, a step portion (for example, a concave portion 25A and a convex portion 25B described later) is formed between the inner end side and the outer end side of the frame body. It is characterized by that.
According to this invention, since the step portion is provided in the frame main body of the opening frame, the portion that is locked to the step portion of the reinforced concrete body that closes the inside of the opening frame transmits the shearing force in the out-of-plane direction ( It functions as a shear key. Therefore, the radiation shielding wall and the reinforced concrete body can be integrated more firmly.

第3の発明の放射線遮蔽壁の開口部閉塞構造は、前記コンクリート部(例えば、後述のコンクリート部31)は、前記枠本体に沿って配置される複数のコンクリートブロック(例えば、後述のコンクリートブロック33)と、前記開口部内にコンクリートを打設して形成された現場打設コンクリート部(例えば、後述の第1現場打設コンクリート部34、第2現場打設コンクリート部35)と、を備え、前記コンクリートブロックは、前記現場打設コンクリート部よりも圧縮強度が高いことを特徴とする。
この発明によれば、開口部の枠本体に沿って配置したコンクリートブロックが開口部内に形成される現場打設コンクリート部より高強度であるので、この高強度のコンクリートブロックが抵抗体となり、放射線遮蔽壁の開口部周りの壁躯体に損傷を与えることなく、開口部を塞いでいる鉄筋コンクリート体を撤去できる。
The opening blocking structure for the radiation shielding wall according to the third aspect of the present invention is such that the concrete portion (for example, a concrete portion 31 described later) has a plurality of concrete blocks (for example, a concrete block 33 described later) arranged along the frame body. And an on-site cast concrete part formed by placing concrete in the opening (for example, a first on-site cast concrete part 34 and a second on-site cast concrete part 35 described later), The concrete block is characterized in that the compressive strength is higher than that of the concrete placed on site.
According to the present invention, since the concrete block arranged along the frame body of the opening is higher in strength than the on-site cast concrete part formed in the opening, the high-strength concrete block serves as a resistor, and radiation shielding The reinforced concrete body closing the opening can be removed without damaging the wall frame around the opening of the wall.

本発明によれば、放射線遮蔽壁とこの放射線遮蔽壁の開口部を閉塞する鉄筋コンクリート体とを強固に一体化できる。   According to the present invention, the radiation shielding wall and the reinforced concrete body closing the opening of the radiation shielding wall can be firmly integrated.

本発明の第1実施形態に係る放射線遮蔽壁の正面図である。It is a front view of the radiation shielding wall concerning a 1st embodiment of the present invention. 図1に示す放射線遮蔽壁のA−A断面図である。It is AA sectional drawing of the radiation shielding wall shown in FIG. 図1に示す放射線遮蔽壁のB−B断面図である。It is BB sectional drawing of the radiation shielding wall shown in FIG. 第1実施形態の放射線遮蔽壁の開口部を閉塞する施工手順のフローチャートである。It is a flowchart of the construction procedure which obstruct | occludes the opening part of the radiation shielding wall of 1st Embodiment. 本発明の第2実施形態に係る放射線遮蔽壁の開口枠を含む部分の部分斜視図、水平断面図およびC−C断面図である。It is the fragmentary perspective view of the part containing the opening frame of the radiation shielding wall which concerns on 2nd Embodiment of this invention, a horizontal sectional view, and CC sectional drawing. 本発明の変形例に係る放射線遮蔽壁の開口部の縦断面図である。It is a longitudinal cross-sectional view of the opening part of the radiation shielding wall which concerns on the modification of this invention. 本発明の第3実施形態に係る放射線遮蔽壁の正面図である。It is a front view of the radiation shielding wall which concerns on 3rd Embodiment of this invention. 図7に示す放射線遮蔽壁のD−D断面図である。It is DD sectional drawing of the radiation shielding wall shown in FIG. 図7に示す放射線遮蔽壁のE−E断面図である。It is EE sectional drawing of the radiation shielding wall shown in FIG. 第3実施形態の放射線遮蔽壁の開口部を閉塞する施工手順のフローチャートである。It is a flowchart of the construction procedure which obstruct | occludes the opening part of the radiation shielding wall of 3rd Embodiment.

本発明は、放射線遮蔽壁の開口部を鉄筋コンクリートで閉塞し、その後、開口部を新たな鉄筋コンクリートで閉塞する場合に、壁躯体に損傷を与えることなく、鉄筋コンクリートのはつり落としが可能で、かつ、新たな鉄筋コンクリート体を容易に形成可能な放射線遮蔽壁の開口部閉塞構造である。
本発明の第1実施形態は、開口部の四辺または下辺を除く三辺に沿って、鉄筋継手部と当該鉄筋継手部に連結された定着鉄筋とを備えた開口枠を設けて、その開口枠の内側を鉄筋コンクリート体で閉塞した開口部閉塞構造である(図1〜図4)。第2実施形態は、開口枠の凹部にせん断力の伝達を負担する鉄筋や鋼材などのシアキ−機構を設けた点のみが、第1実施形態と異なる開口部閉塞構造である(図5、図6)。第3実施形態は、開口部の開口枠に沿って高強度コンクリートブロックを配置し、そのコンクリートブロック間に現場でコンクリートを打設した開口部閉塞構造である(図7〜図10)。
以下、本発明の実施形態を図面に基づいて説明する。なお、以下の実施形態の説明にあたって、同一構成要件については同一符号を付し、その説明を省略もしくは簡略化する。
〔第1実施形態〕
図1は、本発明の第1実施形態に係る放射線遮蔽壁1の正面図である。図2は、図1の放射線遮蔽壁1のA−A断面図であり、図3は、図1の放射線遮蔽壁1のB−B断面図である。
In the present invention, when the opening of the radiation shielding wall is closed with reinforced concrete, and then the opening is closed with new reinforced concrete, the reinforced concrete can be suspended without damaging the wall frame. It is an opening blockage structure of a radiation shielding wall in which a simple reinforced concrete body can be easily formed.
In the first embodiment of the present invention, an opening frame including a reinforcing bar joint portion and a fixing reinforcing bar connected to the reinforcing bar joint portion is provided along three sides excluding the four sides or the lower side of the opening portion. It is the opening part obstruction | occlusion structure which obstruct | occluded the inside of this with the reinforced concrete body (FIGS. 1-4). The second embodiment is an opening closing structure different from the first embodiment only in that a shear key mechanism such as a reinforcing bar or steel material that bears transmission of shearing force is provided in the recess of the opening frame (FIGS. 5 and 5). 6). 3rd Embodiment is an opening part obstruction | occlusion structure which has arrange | positioned the high-strength concrete block along the opening frame of an opening part, and laid concrete on the spot between the concrete blocks (FIGS. 7-10).
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the following description of the embodiments, the same constituent elements are denoted by the same reference numerals, and the description thereof is omitted or simplified.
[First Embodiment]
FIG. 1 is a front view of a radiation shielding wall 1 according to the first embodiment of the present invention. 2 is an AA cross-sectional view of the radiation shielding wall 1 of FIG. 1, and FIG. 3 is a BB cross-sectional view of the radiation shielding wall 1 of FIG.

放射線遮蔽壁1は、床面2上に設けられて放射線を遮蔽するための鉄筋コンクリート造の壁であり、この放射線遮蔽壁1の壁躯体3には、矩形状の開口部10が設けられている。
放射線遮蔽壁1の開口部10には、開口部10の四辺に沿って延びる矩形枠状の開口枠20と、開口枠20を含む開口部10を閉塞する鉄筋コンクリート体30と、が設けられている。
開口枠20は、開口部10を構成する端面を覆う矩形枠状の枠本体21と、枠本体21に設けられた鉄筋継手部22と、鉄筋継手部22に接合されて放射線遮蔽壁1の壁躯体3内に定着される定着鉄筋23と、を備える。
The radiation shielding wall 1 is a reinforced concrete wall provided on the floor surface 2 for shielding radiation, and a rectangular housing 10 of the radiation shielding wall 1 is provided with a rectangular opening 10. .
The opening 10 of the radiation shielding wall 1 is provided with a rectangular frame-shaped opening frame 20 extending along the four sides of the opening 10 and a reinforced concrete body 30 that closes the opening 10 including the opening frame 20. .
The opening frame 20 includes a rectangular frame-shaped frame main body 21 covering an end surface constituting the opening 10, a reinforcing bar joint portion 22 provided on the frame main body 21, and a wall of the radiation shielding wall 1 joined to the reinforcing bar joint portion 22. A fixing rebar 23 fixed in the housing 3.

枠本体21は、開口部10の両側の端面を覆って鉛直方向に延びる一対の枠部材24Aと、開口部10の上下の端面を覆って水平方向に延びる一対の枠部材24Bと、で構成される。
枠部材24Aは、鋼板を折り曲げて形成されており、内端側と外端側との間に放射線遮蔽壁1側に凹んだ段差部としての凹部25Aが形成されている。枠部材24Bは、鋼板を折り曲げて形成されており、内端側と外端側との間に開口部10側に突出する段差部としての凸部25Bが形成されている。
The frame main body 21 includes a pair of frame members 24A that covers the end surfaces on both sides of the opening 10 and extends in the vertical direction, and a pair of frame members 24B that covers the upper and lower end surfaces of the opening 10 and extends in the horizontal direction. The
The frame member 24A is formed by bending a steel plate, and a recess 25A is formed between the inner end side and the outer end side as a stepped portion recessed on the radiation shielding wall 1 side. The frame member 24B is formed by bending a steel plate, and a convex portion 25B as a stepped portion protruding toward the opening 10 is formed between the inner end side and the outer end side.

鉄筋継手部22は、円筒形状であり、枠本体21の放射線遮蔽壁1側に溶接固定されて、放射線遮蔽壁1の躯体に埋設されている。鉄筋継手部22としては、例えば、トルク固定方式のカプラーや、高ナットが挙げられる。鉄筋継手部22は、枠本体21の凹部25Aあるいは凸部25Bを挟んだ両側に2列で所定間隔おきに配置されている。枠本体21には、この鉄筋継手部22に通じる貫通孔26が形成されている。
定着鉄筋23は、放射線遮蔽壁1の躯体に埋設されている。この定着鉄筋23は、所定長さであり、この定着鉄筋23の先端側は鉄筋継手部22に接合されている。
The reinforcing bar joint portion 22 has a cylindrical shape, is welded and fixed to the radiation shielding wall 1 side of the frame body 21, and is embedded in the housing of the radiation shielding wall 1. Examples of the reinforcing bar joint portion 22 include a torque fixing type coupler and a high nut. The reinforcing bar joint portions 22 are arranged at predetermined intervals in two rows on both sides of the concave portion 25A or the convex portion 25B of the frame body 21. The frame body 21 is formed with a through hole 26 that communicates with the reinforcing bar joint portion 22.
The fixing reinforcing bar 23 is embedded in the housing of the radiation shielding wall 1. The fixing reinforcing bar 23 has a predetermined length, and the distal end side of the fixing reinforcing bar 23 is joined to the reinforcing bar joint portion 22.

鉄筋コンクリート体30は、開口部10を閉塞するコンクリート部31と、コンクリート部31に埋設されて鉄筋継手部22に接合される格子状の壁筋32と、を備える。壁筋32の先端側は、鉄筋継手部22に接合されている。   The reinforced concrete body 30 includes a concrete portion 31 that closes the opening 10, and lattice-like wall bars 32 that are embedded in the concrete portion 31 and joined to the reinforced joint portion 22. The front end side of the wall reinforcement 32 is joined to the reinforcing bar joint portion 22.

以上の放射線遮蔽壁1の開口部10を閉塞する施工手順について、図4のフローチャートを参照しながら説明する。
初期状態として、放射線遮蔽壁1を構築する際、開口部10に開口枠20を打ち込んでおく。このとき、開口枠20は、開口部10の型枠として機能する。
ステップS1では、開口部10に壁筋32を格子状にダブル配筋し、壁筋32の端部を鉄筋継手部22に接合する。
ステップS2では、放射線遮蔽壁1の開口部10の両側面に図示しない一対の型枠を建て込む。
ステップS3では、この一対の型枠の間でかつ開口部10の内側の空間にコンクリートを打設して、鉄筋コンクリート体30を構築する。
The construction procedure for closing the opening 10 of the radiation shielding wall 1 will be described with reference to the flowchart of FIG.
As an initial state, when the radiation shielding wall 1 is constructed, the opening frame 20 is driven into the opening 10. At this time, the opening frame 20 functions as a mold for the opening 10.
In step S <b> 1, the wall bars 32 are double-arranged in a lattice shape in the opening 10, and the end portions of the wall bars 32 are joined to the reinforcing bar joint portion 22.
In step S <b> 2, a pair of molds (not shown) are built on both side surfaces of the opening 10 of the radiation shielding wall 1.
In step S <b> 3, concrete is placed between the pair of molds and in the space inside the opening 10 to construct the reinforced concrete body 30.

本実施形態によれば、以下のような効果がある。
(1)開口部10の端面に、鉄筋継手部22および定着鉄筋23を備えた開口枠20を設けた。したがって、開口部10内に配筋した壁筋32を鉄筋継手部22に接合し、その後、この開口部10にコンクリートを打設することで、放射線遮蔽壁1の開口部10を鉄筋コンクリート体30で閉塞できる。よって、鉄筋コンクリート体30に埋設された壁筋32が、鉄筋継手部22を介して、放射線遮蔽壁に定着した定着鉄筋23に接合されるので、放射線遮蔽壁1と鉄筋コンクリート体30とを強固に一体化できる。また、放射線遮蔽壁1が曲面形状である場合や壁厚が極端に厚い場合であっても、比較的容易に放射線遮蔽性能を確保できる。
According to this embodiment, there are the following effects.
(1) The opening frame 20 including the reinforcing bar joint portion 22 and the fixing reinforcing bar 23 is provided on the end face of the opening portion 10. Therefore, the wall reinforcement 32 arranged in the opening 10 is joined to the reinforcing bar joint 22, and then concrete is placed in the opening 10, so that the opening 10 of the radiation shielding wall 1 is made of the reinforced concrete body 30. Can be blocked. Therefore, the wall reinforcement 32 embedded in the reinforced concrete body 30 is joined to the fixing reinforcement 23 fixed to the radiation shielding wall via the reinforcement joint portion 22, so that the radiation shielding wall 1 and the reinforced concrete body 30 are firmly integrated. Can be Further, even when the radiation shielding wall 1 has a curved surface shape or when the wall thickness is extremely thick, the radiation shielding performance can be secured relatively easily.

(2)開口部10の端面に開口枠20を設けたことで、この開口枠20により放射線遮蔽壁1の開口部10周りの壁躯体3と、開口部10を閉塞する鉄筋コンクリート体30のコンクリートとの縁が切れるため、放射線遮蔽壁1のコンクリートを損傷させることなく、比較的容易に鉄筋コンクリート体30をはつり落として撤去できる。
また、一旦、鉄筋コンクリート体30を撤去した後であっても、再度、開口部10内に壁筋32を配筋し、その壁筋32を鉄筋継手部22に接合することで、再度、鉄筋コンクリート体30で開口部10を閉塞できる。
また、鉄筋継手部22を枠本体21に溶接固定し、その枠本体21を開口部10の端面を覆うように配置したので、開口部10内のコンクリートを撤去した後、開口部10に新たに壁筋32を配筋する場合、その壁筋32の端部を鉄筋継手部22に接合することで、開口部10周りの壁躯体3と開口部10とに亘って連続して壁筋を配筋できる。また、枠本体21の内端側と外端側との間に凹部25Aを形成したので、放射線遮蔽壁1の内側から外側に向かう放射線を効果的に遮蔽できる。
(2) By providing the opening frame 20 on the end face of the opening 10, the wall frame 3 around the opening 10 of the radiation shielding wall 1 by the opening frame 20, and the concrete of the reinforced concrete body 30 that closes the opening 10 Therefore, the reinforced concrete body 30 can be suspended and removed relatively easily without damaging the concrete of the radiation shielding wall 1.
In addition, even after the reinforced concrete body 30 is removed once, the wall reinforcement 32 is again arranged in the opening 10 and the wall reinforcement 32 is joined to the reinforcement joint 22 so that the reinforced concrete body again. 30 can close the opening 10.
Further, since the reinforcing bar joint 22 is fixed to the frame main body 21 by welding and the frame main body 21 is arranged so as to cover the end face of the opening 10, the concrete in the opening 10 is removed, and then the opening 10 is newly added. When arranging the wall bars 32, the ends of the wall bars 32 are joined to the reinforcing bar joint portion 22, thereby arranging the wall bars continuously over the wall frame 3 and the opening 10 around the opening 10. I can do it. Further, since the recess 25A is formed between the inner end side and the outer end side of the frame main body 21, the radiation from the inside to the outside of the radiation shielding wall 1 can be effectively shielded.

(3)開口枠20の枠本体21に凹部25Aあるいは凸部25Bを設けたので、鉄筋コンクリート体30のうち凹部25Aあるいは凸部25Bに係止する部分が、面外方向のせん断力を伝達する機構(シアキー)として機能する。よって、放射線遮蔽壁1の開口部10周りの壁躯体3と開口部10を閉塞する鉄筋コンクリート体30とをより強固に一体化できる。   (3) Since the concave body 25A or the convex part 25B is provided in the frame main body 21 of the opening frame 20, the portion of the reinforced concrete body 30 that is locked to the concave part 25A or the convex part 25B transmits the shearing force in the out-of-plane direction Functions as a (shear key). Therefore, the wall housing 3 around the opening 10 of the radiation shielding wall 1 and the reinforced concrete body 30 closing the opening 10 can be integrated more firmly.

〔第2実施形態〕
図5(a)は、本発明の第2実施形態に係る放射線遮蔽壁1Aの開口枠20を含む部分の斜視図である。図5(b)は、放射線遮蔽壁1Aの開口枠20を含む部分の水平断面図である。また、図5(c)は、図5(a)、(b)に示す放射線遮蔽壁1Aの開口枠20を含む部分のC−C断面図である。
本実施形態では、開口枠20の凹部25Aに鉄筋40を設けた点が、第1実施形態と異なる。
すなわち、開口枠20の凹部25Aの底面には、水平方向に延びる鉄筋40が溶接固定されている。なお、これに限らず、図6に示すように、開口枠20の凹部25Aの底面に、水平方向に延びる山形鋼41を溶接固定してもよい。
[Second Embodiment]
FIG. 5A is a perspective view of a portion including the opening frame 20 of the radiation shielding wall 1A according to the second embodiment of the present invention. FIG. 5B is a horizontal sectional view of a portion including the opening frame 20 of the radiation shielding wall 1A. FIG. 5C is a C-C cross-sectional view of a portion including the opening frame 20 of the radiation shielding wall 1A shown in FIGS. 5A and 5B.
In this embodiment, the point which provided the reinforcing bar 40 in the recessed part 25A of the opening frame 20 differs from 1st Embodiment.
That is, the reinforcing bar 40 extending in the horizontal direction is fixed to the bottom surface of the recess 25A of the opening frame 20 by welding. Not only this but as shown in FIG. 6, the angle steel 41 extended in a horizontal direction may be fixed to the bottom face of the recessed part 25A of the opening frame 20 by welding.

本実施形態によれば、上述の(1)〜(3)の効果に加えて、以下のような効果がある。
(4)開口枠20の凹部25Aの底面に鉄筋40を溶接固定したので、この鉄筋40が、鉄筋コンクリート体30の凹部25Aに係止する部分に対して、面内方向つまり上下方向のせん断力を伝達する機構(シアキー)として機能する。
According to this embodiment, in addition to the effects (1) to (3) described above, the following effects can be obtained.
(4) Since the reinforcing bar 40 is welded and fixed to the bottom surface of the concave portion 25A of the opening frame 20, the reinforcing bar 40 exerts a shearing force in the in-plane direction, that is, in the vertical direction, on the portion locked to the concave portion 25A of the reinforced concrete body 30. Functions as a transmission mechanism (shear key).

〔第3実施形態〕
図7は、本発明の第3実施形態に係る放射線遮蔽壁1Bの正面図である。図8は、図7の放射線遮蔽壁1BのD−D断面図であり、図9は、図7の放射線遮蔽壁1BのE−E断面図である。
本実施形態では、開口枠20の枠本体21Bの構造および鉄筋コンクリート体30のコンクリート部31Bの構造が、第1実施形態と異なる。
[Third Embodiment]
FIG. 7 is a front view of the radiation shielding wall 1B according to the third embodiment of the present invention. 8 is a DD cross-sectional view of the radiation shielding wall 1B of FIG. 7, and FIG. 9 is an EE cross-sectional view of the radiation shielding wall 1B of FIG.
In the present embodiment, the structure of the frame main body 21B of the opening frame 20 and the structure of the concrete portion 31B of the reinforced concrete body 30 are different from those of the first embodiment.

すなわち、開口枠20の枠本体21Bには、第1実施形態の凹部25Aや凸部25Bが設けられておらず、断面視で直線状となっている。
また、鉄筋コンクリート体30のコンクリート部31Bは、開口部10の両側および下側の端面の枠本体21Bに沿った部分に配置された複数のコンクリートブロック33と、開口部10の所定高さまで形成された第1現場打設コンクリート部34と、第1現場打設コンクリート部34の上面と開口部10の上側の端面との間に形成された第2現場打設コンクリート部35と、を備える。
That is, the frame main body 21B of the opening frame 20 is not provided with the concave portion 25A or the convex portion 25B of the first embodiment, and is linear in a sectional view.
In addition, the concrete portion 31B of the reinforced concrete body 30 is formed up to a predetermined height of the opening 10 with a plurality of concrete blocks 33 arranged on both sides of the opening 10 and portions along the frame main body 21B on the lower end surface. A first on-site cast concrete portion; and a second on-site cast concrete portion formed between the upper surface of the first on-site cast concrete portion and the upper end surface of the opening.

コンクリートブロック33は、直方体形状であり、放射線遮蔽壁1B壁厚方向(面外方向)に、ダブル配筋された壁筋32同士の間、および、各壁筋32の外側に配置されている。また、このコンクリートブロック33は、第1現場打設コンクリート部34、第2現場打設コンクリート部35、および放射線遮蔽壁1Bの開口部10周りの壁躯体3よりも圧縮強度が高くなっている。   The concrete block 33 has a rectangular parallelepiped shape, and is disposed between the wall bars 32 that have been double-arranged in the radiation shielding wall 1B wall thickness direction (out-of-plane direction) and outside the wall bars 32. Further, the concrete block 33 has a higher compressive strength than the first on-site cast concrete part 34, the second on-site cast concrete part 35, and the wall frame 3 around the opening 10 of the radiation shielding wall 1B.

以上の放射線遮蔽壁1Bの開口部10を閉塞する施工手順について、図10のフローチャートを参照しながら説明する。
初期状態として、放射線遮蔽壁1Bを構築する際、開口部10に開口枠20を打ち込んでおく。このとき、開口枠20は、開口部10の型枠として機能する。
ステップS11では、開口部10に壁筋32を格子状にダブル配筋し、壁筋32の端部を鉄筋継手部22に接合する。また、開口部10の両側および下側の端面の枠本体21Bに沿って、コンクリートブロック33を配置する。
ステップS12では、放射線遮蔽壁1の開口部10の両側面に図示しない一対の型枠を建て込む。
ステップS13では、この一対の型枠の間で開口部10の内側の空間に所定高さまでコンクリートを打設して、第1現場打設コンクリート部34を形成する。このとき、開口部10の内側の空間にコンクリートを打設すると、このコンクリートは、コンクリートブロック33同士の間に流れ込んで硬化し、第1現場打設コンクリート部34の端部は凸形状となる。
ステップS14では、第1現場打設コンクリート部34の上面と開口部10の上側の端面との間にコンクリートを打設して、第2現場打設コンクリート部35を形成する。
The construction procedure for closing the opening 10 of the radiation shielding wall 1B will be described with reference to the flowchart of FIG.
As an initial state, the opening frame 20 is driven into the opening 10 when the radiation shielding wall 1B is constructed. At this time, the opening frame 20 functions as a mold for the opening 10.
In step S <b> 11, the wall bars 32 are double-arranged in a lattice shape in the opening 10, and the ends of the wall bars 32 are joined to the reinforcing bar joint portion 22. Moreover, the concrete block 33 is arrange | positioned along the frame main body 21B of the both end surfaces of the opening part 10, and a lower side.
In step S <b> 12, a pair of molds (not shown) are built on both side surfaces of the opening 10 of the radiation shielding wall 1.
In step S <b> 13, concrete is cast up to a predetermined height in the space inside the opening 10 between the pair of molds to form the first on-site cast concrete part 34. At this time, when concrete is placed in the space inside the opening 10, the concrete flows between the concrete blocks 33 and hardens, and the end portion of the first on-site placement concrete portion 34 has a convex shape.
In step S <b> 14, concrete is placed between the upper surface of the first site placement concrete part 34 and the upper end surface of the opening 10 to form the second site placement concrete part 35.

本実施形態によれば、上述の(1)、(2)の効果に加えて、以下のような効果がある。
(5)ダブル配筋された壁筋32同士の間および各壁筋32の外側にコンクリートブロック33を配置した。コンクリートブロック33は枠本体21Bに当接しているが、固定されていないので、鉄筋コンクリート体30を撤去する際、鉄筋コンクリート体30を容易に撤去できる。
(6)開口部10の枠本体21Bに接して設けたコンクリートブロック33は、開口部10に形成する第1現場打設コンクリート部34と、第2現場打設コンクリート部35、および放射線遮蔽壁1Bの開口部10周りの壁躯体3よりも高強度であるので、開口部10の鉄筋コンクリート体30をはつり落とす場合には、高強度のコンクリートブロック33が抵抗体となり、放射線遮蔽壁1Bの壁躯体3に損傷を与えることなく、開口部10の鉄筋コンクリート体30を撤去することができる。
According to this embodiment, in addition to the effects (1) and (2) described above, the following effects can be obtained.
(5) The concrete block 33 was arrange | positioned between the wall reinforcements 32 by which double reinforcement was arranged, and the outer side of each wall reinforcement 32. FIG. Although the concrete block 33 is in contact with the frame main body 21B, it is not fixed. Therefore, when the reinforced concrete body 30 is removed, the reinforced concrete body 30 can be easily removed.
(6) The concrete block 33 provided in contact with the frame main body 21B of the opening 10 includes a first on-site cast concrete part 34, a second on-site cast concrete part 35, and a radiation shielding wall 1B formed in the opening 10. Therefore, when the reinforced concrete body 30 of the opening 10 is suspended, the high-strength concrete block 33 serves as a resistor, and the wall housing 3 of the radiation shielding wall 1B. The reinforced concrete body 30 in the opening 10 can be removed without damaging the surface.

なお、本発明は前記実施形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。   Note that the present invention is not limited to the above-described embodiment, and modifications, improvements, and the like within the scope in which the object of the present invention can be achieved are included in the present invention.

1、1A、1B…放射線遮蔽壁 2…床面 3…壁躯体 10…開口部
20…開口枠 21、21B…枠本体 22…鉄筋継手部 23…定着鉄筋
24A、24B…枠部材 25A…凹部 25B…凸部 26…貫通孔
30…鉄筋コンクリート体 31、31B…コンクリート部 32…壁筋
33…コンクリートブロック 34…第1現場打設コンクリート部
35…第2現場打設コンクリート部 40…鉄筋 41…山形鋼
DESCRIPTION OF SYMBOLS 1, 1A, 1B ... Radiation shielding wall 2 ... Floor surface 3 ... Wall housing 10 ... Opening part 20 ... Opening frame 21, 21B ... Frame main body 22 ... Reinforcement joint part 23 ... Fixing reinforcing bar 24A, 24B ... Frame member 25A ... Recess 25B ... Convex part 26 ... Through hole 30 ... Reinforced concrete body 31, 31B ... Concrete part 32 ... Wall reinforcement 33 ... Concrete block 34 ... First site placement concrete part 35 ... Second site placement concrete part 40 ... Reinforcement 41 ... Yamagata steel

Claims (3)

放射線を遮蔽する放射線遮蔽壁に設けられた開口部を閉塞する開口部閉塞構造であって、
当該放射線遮蔽壁の開口部には、当該開口部の四辺または下辺を除く三辺に沿って延びる開口枠と、当該開口枠を含む前記開口部を閉塞する鉄筋コンクリート体と、が設けられ、
当該開口枠は、前記開口部を構成する端面を覆う枠本体と、当該枠本体に設けられた鉄筋継手部と、当該鉄筋継手部に接合されて前記放射線遮蔽壁内に定着される定着鉄筋と、を備え、
前記鉄筋コンクリート体は、前記開口部を閉塞するコンクリート部と、当該コンクリート部に埋設されて前記鉄筋継手部に接合される壁筋と、を備えることを特徴とする放射線遮蔽壁の開口部閉塞構造。
An opening closing structure for closing an opening provided in a radiation shielding wall for shielding radiation,
The opening of the radiation shielding wall is provided with an opening frame extending along three sides excluding the four sides or the lower side of the opening, and a reinforced concrete body that closes the opening including the opening frame,
The opening frame includes a frame main body that covers an end surface constituting the opening, a reinforcing bar joint provided in the frame main body, a fixing reinforcing bar that is bonded to the reinforcing bar joint and is fixed in the radiation shielding wall. With
The said reinforced concrete body is equipped with the concrete part which obstruct | occludes the said opening part, and the wall reinforcement embed | buried in the said concrete part and joined to the said reinforced joint part, The opening part obstruction | occlusion structure of the radiation shielding wall characterized by the above-mentioned.
前記枠本体の内端側と外端側との間には、段差部が形成されることを特徴とする請求項1に記載の放射線遮蔽壁の開口部閉塞構造。   2. The radiation shielding wall opening blocking structure according to claim 1, wherein a step portion is formed between an inner end side and an outer end side of the frame main body. 前記コンクリート部は、前記枠本体に沿って配置される複数のコンクリートブロックと、開口部内にコンクリートを打設して形成された現場打設コンクリート部と、を備え、
前記コンクリートブロックは、前記現場打設コンクリート部よりも圧縮強度が高いことを特徴とする請求項1または2に記載の放射線遮蔽壁の開口部閉塞構造。
The concrete portion includes a plurality of concrete blocks arranged along the frame main body, and an on-site placement concrete portion formed by placing concrete in the opening,
3. The radiation blocking wall opening blockage structure according to claim 1, wherein the concrete block has higher compressive strength than the on-site cast concrete portion.
JP2018102899A 2018-05-30 2018-05-30 Opening part block structure of radiation shield wall Pending JP2019207169A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111042569A (en) * 2019-12-31 2020-04-21 广东省第一建筑工程有限公司 Construction method for additionally building linear accelerator machine room in limited space of basement of hospital

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111042569A (en) * 2019-12-31 2020-04-21 广东省第一建筑工程有限公司 Construction method for additionally building linear accelerator machine room in limited space of basement of hospital
CN111042569B (en) * 2019-12-31 2023-10-31 广东省第一建筑工程有限公司 Construction method for additionally building linear accelerator machine room in limited space of hospital basement

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